CN108978585A - A kind of flood control dam of protection against erosion - Google Patents
A kind of flood control dam of protection against erosion Download PDFInfo
- Publication number
- CN108978585A CN108978585A CN201810942732.0A CN201810942732A CN108978585A CN 108978585 A CN108978585 A CN 108978585A CN 201810942732 A CN201810942732 A CN 201810942732A CN 108978585 A CN108978585 A CN 108978585A
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- Prior art keywords
- dykes
- flood
- main body
- flood control
- dams
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
- E02B3/106—Temporary dykes
- E02B3/108—Temporary dykes with a filling, e.g. filled by water or sand
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The present invention discloses a kind of flood control dam of protection against erosion, including dykes and dams main body, antiseepage slope is fixedly installed on the bevel edge of the dykes and dams main body, the dykes and dams main body is built-in with refuse chute close to upper end, one side external surface of the dykes and dams main body is provided with fixed carrying soil block, the upper end outer surface of the fixed carrying soil block is fixedly installed with lawn, the inside of the fixed carrying soil block is fixedly installed with two groups of vertical steel gussets, three groups of transverse steel plates are provided between two groups of vertical steel gussets, the fixed carrying soil block is provided with cavity far from a side external surface of dykes and dams main body；A kind of flood control dam of protection against erosion of the present invention can prevent flood from washing away to dykes and dams, and flood fighting hydraulic impact is stronger, the rubbish of big vast floating on water surface can be picked up, convenient for being focused on to it, the infiltration that can prevent flood, avoids dykes and dams from collapsing, and can carry out secondary flood fighting, it races against time for the low area people evacuation of topography with repairing, thus the low flood bring loss of sinking.
Description
Technical field
The invention belongs to flood control installation field of engineering technology, and in particular to a kind of flood control dam is arrived, it is more particularly a kind of
The flood control dam of protection against erosion.
Background technique
Flood control dam refers to flooding in order to prevent, jeopardizes the security of the lives and property of people and the dam built, mainly
Material is cement and concrete etc., and the influence with human factor to natural environment aggravates, and the extreme weather in region is being in
Reveal rising situation, flood number and loss are all increasing year by year, the construction of flood control dam in urban development also further
Important, using science and the dam construction method and management system of specification, construction safety and construction quality to dam construction have
There is important guarantee, but there is also certain deficiencies during use for existing flood control dam, it is believed that future will obtain
It is further perfect, to meet different demands when using；
There are certain drawbacks in existing flood control dam, flood-protection washes away and shock proof effect during use
It is bad, water-impervious it is indifferent, dykes and dams easily occur collapsing situation, can not be collected to the rubbish of big vast floating on water surface, easily
The blocking of drain water piping is caused, secondary flood fighting can not be carried out.
Summary of the invention
In order to overcome above-mentioned technical problem, the purpose of the present invention is to provide a kind of flood control dams of protection against erosion, pass through
It is provided with Slope protection plate, Slope protection plate is fixed with No. two connecting columns and the fixed anchoring pile of No.1 with No. two fixed anchoring piles by No.1 connecting column
It is mounted on the bevel edge of dykes and dams main body, can effectively prevent flood from washing away to dykes and dams bevel edge, cooperate the solid soil of lawn
Effect further prevents washing away for flood, outer surface offers slow so that the density of fixed carrying soil block soil is more preferable
Groove is rushed, the flood of direct current can be made to flow back by buffering slow groove, cooperate No.1 buffer spring and No. two buffer springs
Setting, the effective frontal impact power for alleviating flood, and built-in securing plate is capable of increasing the intensity of Slope protection plate；Pass through setting
There is refuse chute, when flood covers refuse chute, as flood is by water inlet pipe inflow refuse chute, inner wall is equipped with the rubbish of floating
Filter screen larger rubbish can be filtered, flood then passes through outlet pipe and flows back away, to play pickup
The effect of rubbish effectively avoids biggish rubbish object from drifting about with flood and blocks drain water piping, while convenient for staff to rubbish
Rubbish is focused on；By being provided with antiseepage slope, No. two anti-water and soil that the cut-pff wall and its inside being inside equipped with are equipped with
Work cloth can effectively prevent the infiltration of flood, and flood control net can effectively weaken impact of the flood to cut-pff wall, so that antiseepage
The percolation-proof effect of wall more preferably, is avoided being penetrated into dykes and dams body interior due to flood, dykes and dams is caused integrally to collapse, by placing
Intracavitary to be placed with several groups flood control sand bag, when flood covers dykes and dams, flood fighters can move out flood control sand bag, will by ladder
Flood control sand bag, which is placed into above lawn, carries out secondary flood fighting, thus when striving for for the low area people evacuation of topography with repairing
Between, thus the low flood bring loss of sinking.
The purpose of the present invention can be achieved through the following technical solutions:
A kind of flood control dam of protection against erosion, including dykes and dams main body are fixedly installed with antiseepage on the bevel edge of the dykes and dams main body
Slope, the dykes and dams main body are built-in with refuse chute close to upper end, and a side external surface of the dykes and dams main body is provided with fixed carrying
Soil block, the upper end outer surface of the fixed carrying soil block are fixedly installed with lawn, and the inside of the fixed carrying soil block is fixed
Two groups of vertical steel gussets are installed, three groups of transverse steel plates, the fixed carrying are provided between two groups of vertical steel gussets
Soil block is provided with cavity far from a side external surface of dykes and dams main body, and the bevel edge of the cavity is provided with ladder, the cavity it is interior
Portion is provided with placed cavity, and the placed cavity is internally provided with several groups flood control sand bag；
The inside of the dykes and dams main body is fixedly installed with the fixed anchoring pile of No.1 and No. two fixed anchoring piles, and the fixed anchoring pile of No.1
Positioned at the parallel side of No. two fixed anchoring piles, the bevel edge on the antiseepage slope is arranged in parallel with Slope protection plate, the Slope protection plate and one
Number No.1 connecting column and No. two connecting columns are respectively arranged between fixed anchoring pile and No. two fixed anchoring piles；
The bosom position of the Slope protection plate is fixedly installed with securing plate, between the securing plate and the inner wall of Slope protection plate
It is provided with No.1 buffer spring and No. two buffer springs, and No.1 buffer spring and No. two buffer springs are located at securing plate
The outer surface of two sides, the Slope protection plate offers buffer groove；
The inside of the refuse chute is fixedly installed with filter screen, the both ends outer surface point of the filter screen close to bottom position
It is not connected with No.1 linking rope and is connected rope with No. two, the inside upper left corner of the refuse chute is provided with water inlet pipe, the refuse chute
Inside lower-left Angle Position be provided with outlet pipe；
The antiseepage slope includes No.1 waterproof geotextiles, flood control net, cut-pff wall, and No. two waterproof geotextiles, and antiseepage
Wall is located at the inside of flood control net, and No.1 waterproof geotextiles are equipped on the outside of the flood control net, and the inside of the cut-pff wall is laid with
There are No. two waterproof geotextiles.
As a further solution of the present invention: the bevel edge of the dykes and dams main body and ground are in 45 degree of angles, and dykes and dams
Main body and cavity are symmetrical arranged about the middle position of fixed carrying soil block.
As a further solution of the present invention: the No.1 connecting column is arranged in parallel with No. two connecting columns, and Slope protection plate is logical
It crosses No.1 connecting column and No. two connecting columns and the fixed anchoring pile of No.1 and No. two fixed anchoring piles is fixedly mounted on the bevel edge of dykes and dams main body
On.
As a further solution of the present invention: the quantity of the No.1 buffer spring and No. two buffer springs is several
Group, several groups No.1 buffer spring and No. two buffer springs of several groups are symmetrical arranged about securing plate, the No.1 buffer spring
It deforms under external force with No. two buffer springs and restores to the original state after external force elimination.
As a further solution of the present invention: the shape of the buffer groove is semicircle, buffer groove described in several groups
In linear type transverse direction equidistant arrangement.
As a further solution of the present invention: the filter screen is connected rope with No. two by No.1 linking rope and is fixedly mounted on
On the inner wall of refuse chute, and through-hole is evenly distributed on filter screen.
As a further solution of the present invention: two groups of vertical steel gussets are vertically arranged with three groups of transverse steel plates, and
Three groups of transverse steel plates are in vertically to be spaced substantially equidistant.
Beneficial effects of the present invention:
1, by being provided with Slope protection plate, Slope protection plate passes through No.1 connecting column and No. two connecting columns and the fixed anchoring pile and two of No.1
Number fixed anchoring pile is fixedly mounted on the bevel edge of dykes and dams main body, can effectively be prevented flood from washing away to dykes and dams bevel edge, be cooperated
The solid soil effect of lawn further prevents washing away for flood so that the density of fixed carrying soil block soil is more preferable, outside
Side surface offers buffer groove, and the flood of direct current can be made to flow back by buffering slow groove, cooperate No.1 buffer spring
With the setting of No. two buffer springs, effectively alleviate the frontal impact power of flood, and built-in securing plate is capable of increasing Slope protection plate
Intensity.
2, by being provided with refuse chute, when flood covers refuse chute, the rubbish of floating passes through water inlet pipe stream with flood
Enter refuse chute, the filter screen that inner wall is equipped with can be filtered larger rubbish, and flood then passes through outlet pipe and flows back
It goes out, to play the role of picking up rubbish, effectively avoids biggish rubbish object from drifting about with flood and block drain water piping, together
When rubbish is focused on convenient for staff.
3, by being provided with antiseepage slope, No. two waterproof geotextiles energy that the cut-pff wall and its inside being inside equipped with are equipped with
Enough infiltrations for effectively preventing flood, flood control net can effectively weaken impact of the flood to cut-pff wall, so that cut-pff wall is anti-
Seep water better effect, avoids penetrating into dykes and dams body interior due to flood, dykes and dams is caused integrally to collapse.
4, by being placed with several groups flood control sand bag in placed cavity, when flood covers dykes and dams, flood fighters can will prevent
Big vast sandbag moves out, and flood control sand bag is placed into above lawn by ladder and carries out secondary flood fighting, thus the region low for topography
Evacuating personnel is raced against time with repairing, thus the low flood bring loss of sinking.
Detailed description of the invention
The present invention will be further described below with reference to the drawings.
Fig. 1 is a kind of overall structure diagram of the flood control dam of protection against erosion of the present invention.
Fig. 2 is the scheme of installation of Slope protection plate in a kind of flood control dam of protection against erosion of the present invention.
Fig. 3 is the schematic diagram of internal structure of Slope protection plate in a kind of flood control dam of protection against erosion of the present invention.
Fig. 4 is the schematic diagram of internal structure of refuse chute in a kind of flood control dam of protection against erosion of the present invention.
Fig. 5 is the schematic diagram of internal structure on antiseepage slope in a kind of flood control dam of protection against erosion of the present invention.
1 in figure, dykes and dams main body；2, antiseepage slope；3, refuse chute；4, fixed carrying soil block；5, lawn；6, vertical reinforcement
Plate；7, transverse steel plate；8, cavity；9, ladder；10, placed cavity；11, flood control sand bag；12, the fixed anchoring pile of No.1；13, consolidate for No. two
Determine anchoring pile；14, Slope protection plate；15, No.1 connecting column；16, No. two connecting columns；17, securing plate；18, No.1 buffer spring；19, two
Number buffer spring；20, filter screen；21, No.1 is connected rope；22, No. two linking ropes；23, water inlet pipe；24, outlet pipe；25, No.1
Waterproof geotextiles；26, flood control net；27, cut-pff wall；28, No. two waterproof geotextiles；29, buffer groove.
Specific embodiment
Below in conjunction with the embodiment of the present invention, technical scheme in the embodiment of the invention is clearly and completely described,
Obviously, described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.Based in the present invention
Embodiment, all other embodiment obtained by those of ordinary skill in the art without making creative efforts, all
Belong to the scope of protection of the invention.
As shown in Figs. 1-5, a kind of flood control dam of protection against erosion, including dykes and dams main body 1, on the bevel edge of the dykes and dams main body 1
It is fixedly installed with antiseepage slope 2, the dykes and dams main body 1 is built-in with refuse chute 3 close to upper end, outside the side of the dykes and dams main body 1
Surface is provided with fixed carrying soil block 4, and the upper end outer surface of the fixed carrying soil block 4 is fixedly installed with lawn 5, described solid
Surely the inside for carrying soil block 4 is fixedly installed with two groups of vertical steel gussets 6, is provided with three groups between two groups of vertical steel gussets 6
Transverse steel plate 7, the fixed carrying soil block 4 are provided with cavity 8 far from a side external surface of dykes and dams main body 1, the cavity 8
Bevel edge is provided with ladder 9, and the cavity 8 is internally provided with placed cavity 10, and the placed cavity 10 is internally provided with several groups
Flood control sand bag 11；
The inside of the dykes and dams main body 1 is fixedly installed with the fixed anchoring pile 12 of No.1 and No. two fixed anchoring piles 13, and No.1 is solid
Determine the parallel side that anchoring pile 12 is located at No. two fixed anchoring piles 13, the bevel edge on the antiseepage slope 2 is arranged in parallel with Slope protection plate 14, institute
It states and is respectively arranged with No.1 connecting column 15 and No. two companies between Slope protection plate 14 and the fixed anchoring pile 12 of No.1 and No. two fixed anchoring piles 13
Connect column 16；
The bosom position of the Slope protection plate 14 is fixedly installed with securing plate 17, the securing plate 17 and Slope protection plate 14
No.1 buffer spring 18 and No. two buffer springs 19, and No.1 buffer spring 18 and No. two buffer springs 19 are provided between inner wall
The two sides of securing plate 17 are located at, the outer surface of the Slope protection plate 14 offers buffer groove 29；
The inside of the refuse chute 3 is fixedly installed with filter screen 20 close to bottom position, outside the both ends of the filter screen 20
Surface is connected separately with No.1 linking rope 21 and is connected rope 22 with No. two, and the inside upper left corner of the refuse chute 3 is provided with water inlet pipe
23, the inside lower-left Angle Position of the refuse chute 3 is provided with outlet pipe 24；
The antiseepage slope 2 includes No.1 waterproof geotextiles 25, flood control net 26, cut-pff wall 27, with No. two waterproof geotextiles
28, and cut-pff wall 27 is located at the inside of flood control net 26, the outside of the flood control net 26 is equipped with No.1 waterproof geotextiles 25, described
The inside of cut-pff wall 27 is equipped with No. two waterproof geotextiles 28.
As a further solution of the present invention: the bevel edge of the dykes and dams main body 1 and ground are in 45 degree of angles, and dykes and dams
Main body 1 and cavity 8 are symmetrical arranged about the middle position of fixed carrying soil block 4.
As a further solution of the present invention: the No.1 connecting column 15 is arranged in parallel with No. two connecting columns 16, and slope protection
Plate 14 is fixedly mounted on No. two connecting columns 16 and the fixed anchoring pile 12 of No.1 with No. two fixed anchoring piles 13 by No.1 connecting column 15
On the bevel edge of dykes and dams main body 1.
As a further solution of the present invention: if the quantity of the No.1 buffer spring 18 and No. two buffer springs 19 is
Dry group, several groups No.1 buffer spring 18 and No. two buffer springs 19 of several groups are symmetrical arranged about securing plate 17, the No.1
Buffer spring 18 is deformed under external force with No. two buffer springs 19 and is restored to the original state after external force elimination.
As a further solution of the present invention: the shape of the buffer groove 29 is semicircle, and buffering described in several groups is recessed
Slot 29 is in linear type transverse direction equidistant arrangement.
As a further solution of the present invention: the filter screen 20, which is connected rope 22 with No. two by No.1 linking rope 21, to be fixed
It is mounted on the inner wall of refuse chute 3, and is evenly distributed with through-hole on filter screen 20.
As a further solution of the present invention: two groups of vertical steel gussets 6 are vertically arranged with three groups of transverse steel plates 7,
And three groups of transverse steel plates 7 are in vertically to be spaced substantially equidistant.
Slope protection plate is passed through No.1 connecting column and No. two connecting columns first at work by a kind of flood control dam of protection against erosion
It is fixedly mounted on the bevel edge of dykes and dams main body with the fixed anchoring pile of No.1 and No. two fixed anchoring piles, wherein No.1 fixes anchoring pile and No. two
Fixed anchoring pile is placed in the inside of dykes and dams main body, plays fixed effect, prevents the Slope protection plate under the impact of flood from sliding downwards,
Slope protection plate can effectively prevent flood from washing away to dykes and dams bevel edge simultaneously, cooperate the solid soil effect of lawn, so that fixed
The density for carrying soil block soil is more preferable, and then further prevents washing away for flood, and the two combines, and can greatly weaken flood
Water washes away dykes and dams, and outer surface is provided with buffer groove, and the flood of direct current can be made to flow back by buffering slow groove,
The setting for cooperating No.1 buffer spring and No. two buffer springs, can effectively alleviate the frontal impact power of flood, and built-in add
Solid plate is capable of increasing the intensity of Slope protection plate, wherein by being provided with transverse steel plate in the internal vertical of fixed carrying soil block and erecting
To reinforced slab, it can greatly increase the stability of fixed carrying soil block, to improve the shock resistance of dykes and dams main body, secondly
By being provided with refuse chute, when flood covers refuse chute, the rubbish of floating by water inlet pipe flows into refuse chute with flood,
The filter screen that inner wall is equipped with can be filtered larger rubbish, and flood then passes through outlet pipe and flows back away, to rise
The effect for picking up rubbish has been arrived, has effectively avoided biggish rubbish object from drifting about with flood and blocks drain water piping, while being convenient for work
Personnel focus on rubbish, wherein being connected the setting of rope with No. two by No.1 linking rope, can be good to filter
Net is fixed on the inner wall of refuse chute, and finally by antiseepage slope is provided with, the cut-pff wall and its inside being inside equipped with are equipped with
No. two waterproof geotextiles can effectively prevent the infiltration of flood, flood control net can effectively weaken flood and rush to cut-pff wall
It hits, so that the percolation-proof effect of cut-pff wall is more preferably, avoids penetrating into dykes and dams body interior due to flood, dykes and dams is caused integrally to collapse
It falls into, by being placed with several groups flood control sand bag in placed cavity, when flood covers dykes and dams, flood fighters can remove flood control sand bag
Out, flood control sand bag is placed into above lawn by ladder and carries out secondary flood fighting, thus the area people evacuation low for topography
It races against time with repairing, thus the low flood bring loss of sinking.
The present invention passes through No.1 connecting column and No. two connecting columns and the fixed anchoring pile of No.1 by being provided with Slope protection plate, Slope protection plate
It is fixedly mounted on the bevel edge of dykes and dams main body with No. two fixed anchoring piles, can effectively prevent flood from washing away to dykes and dams bevel edge,
Cooperate the solid soil effect of lawn, so that the density of fixed carrying soil block soil is more preferable, further prevent washing away for flood,
Its outer surface offers buffer groove, and the flood of direct current can be made to flow back by buffering slow groove, cooperation No.1 buffering
The setting of spring and No. two buffer springs, the effective frontal impact power for alleviating flood, and built-in securing plate is capable of increasing shield
The intensity of ramp；By being provided with refuse chute, when flood covers refuse chute, the rubbish of floating passes through water inlet pipe stream with flood
Enter refuse chute, the filter screen that inner wall is equipped with can be filtered larger rubbish, and flood then passes through outlet pipe and flows back
It goes out, to play the role of picking up rubbish, effectively avoids biggish rubbish object from drifting about with flood and block drain water piping, together
When rubbish is focused on convenient for staff；By being provided with antiseepage slope, the cut-pff wall being inside equipped with and its inside
No. two waterproof geotextiles being equipped with can effectively prevent the infiltration of flood, and flood control net can effectively weaken flood to antiseepage
The impact of wall is avoided being penetrated into dykes and dams body interior due to flood, causes dykes and dams whole so that the percolation-proof effect of cut-pff wall is more preferably
Body collapses；By being placed with several groups flood control sand bag in placed cavity, when flood covers dykes and dams, flood fighters can be husky by flood control
Bag moves out, and flood control sand bag is placed into above lawn by ladder and carries out secondary flood fighting, thus the area people low for topography
Evacuation is raced against time with repairing, thus the low flood bring loss of sinking.
In the description of this specification, the description of reference term " one embodiment ", " example ", " specific example " etc. means
Particular features, structures, materials, or characteristics described in conjunction with this embodiment or example are contained at least one implementation of the invention
In example or example.In the present specification, schematic expression of the above terms may not refer to the same embodiment or example.
Moreover, particular features, structures, materials, or characteristics described can be in any one or more of the embodiments or examples to close
Suitable mode combines.
Above content is only to structure of the invention example and explanation, affiliated those skilled in the art couple
Described specific embodiment does various modifications or additions or is substituted in a similar manner, without departing from invention
Structure or beyond the scope defined by this claim, is within the scope of protection of the invention.
Claims (7)
1. a kind of flood control dam of protection against erosion, which is characterized in that including dykes and dams main body (1), on the bevel edge of the dykes and dams main body (1)
It is fixedly installed with antiseepage slope (2), the dykes and dams main body (1) is built-in with refuse chute (3) close to upper end, the dykes and dams main body (1)
A side external surface be provided with fixed carrying soil block (4), the upper end outer surface of fixed carrying soil block (4) is fixedly installed with plant
The inside on object level ground (5), fixed carrying soil block (4) is fixedly installed with two groups of vertical steel gussets (6), two groups of vertical reinforcements
Three groups of transverse steel plates (7), the fixed side appearance of carrying soil block (4) far from dykes and dams main body (1) are provided between plate (6)
Face is provided with cavity (8), and the bevel edge of the cavity (8) is provided with ladder (9), and the cavity (8) is internally provided with placed cavity
(10), the placed cavity (10) is internally provided with several groups flood control sand bag (11)；
The inside of the dykes and dams main body (1) is fixedly installed with No.1 fixed anchoring pile (12) and No. two fixed anchoring piles (13), and No.1
Fixed anchoring pile (12) are located at the parallel side of No. two fixed anchoring piles (13), and the bevel edge of the antiseepage slope (2) is arranged in parallel with shield
No.1 is respectively arranged between ramp (14), the Slope protection plate (14) and No.1 fixed anchoring pile (12) and No. two fixed anchoring piles (13)
Connecting column (15) and No. two connecting columns (16)；
The bosom position of the Slope protection plate (14) is fixedly installed with securing plate (17), the securing plate (17) and Slope protection plate
(14) No.1 buffer spring (18) and No. two buffer springs (19), and No.1 buffer spring (18) and two are provided between inner wall
Number buffer spring (19) is located at the two sides of securing plate (17), and the outer surface of the Slope protection plate (14) offers buffer groove
(29)；
The inside of the refuse chute (3) is fixedly installed with filter screen (20) close to bottom position, the both ends of the filter screen (20)
Outer surface is connected separately with No.1 linking rope (21) and is connected rope (22) with No. two, the inside upper left corner setting of the refuse chute (3)
Have water inlet pipe (23), the inside lower-left Angle Position of the refuse chute (3) is provided with outlet pipe (24)；
The antiseepage slope (2) includes No.1 waterproof geotextiles (25), flood control net (26), cut-pff wall (27), with No. two anti-water and soil
Work cloth (28), and cut-pff wall (27) is located at the inside of flood control net (26), is equipped with No.1 waterproof on the outside of the flood control net (26)
Geotextiles (25) are equipped with No. two waterproof geotextiles (28) on the inside of the cut-pff wall (27).
2. a kind of flood control dam of protection against erosion according to claim 1, which is characterized in that the dykes and dams main body (1) it is oblique
Side and ground are in 45 degree of angles, and dykes and dams main body (1) and cavity (8) are about the fixed middle position pair for carrying soil block (4)
Claim setting.
3. a kind of flood control dam of protection against erosion according to claim 1, which is characterized in that the No.1 connecting column (15) with
No. two connecting columns (16) are arranged in parallel, and Slope protection plate (14) is solid by No.1 connecting column (15) and No. two connecting columns (16) and No.1
Determine anchoring pile (12) and No. two fixed anchoring piles (13) are fixedly mounted on the bevel edge of dykes and dams main body (1).
4. a kind of flood control dam of protection against erosion according to claim 1, which is characterized in that the No.1 buffer spring (18)
Quantity with No. two buffer springs (19) is several groups, several groups No.1 buffer spring (18) and No. two buffer springs of several groups
(19) it is symmetrical arranged about securing plate (17), the No.1 buffer spring (18) and No. two buffer springs (19) are in external force
Lower deformation and external force restore to the original state after eliminating.
5. a kind of flood control dam of protection against erosion according to claim 1, which is characterized in that the shape of the buffer groove (29)
Shape is semicircle, and buffer groove (29) described in several groups is in linear type transverse direction equidistant arrangement.
6. a kind of flood control dam of protection against erosion according to claim 1, which is characterized in that the filter screen (20) passes through one
Number linking rope (21) is connected rope (22) with No. two and is fixedly mounted on the inner wall of refuse chute (3), and uniformly divides on filter screen (20)
It is furnished with through-hole.
7. a kind of flood control dam of protection against erosion according to claim 1, which is characterized in that two groups of vertical steel gussets
(6) it is vertically arranged with three groups of transverse steel plates (7), and three groups of transverse steel plates (7) are in vertically to be spaced substantially equidistant.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810942732.0A CN108978585B (en) | 2018-08-17 | 2018-08-17 | Flood control dykes and dams of scour protection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810942732.0A CN108978585B (en) | 2018-08-17 | 2018-08-17 | Flood control dykes and dams of scour protection |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108978585A true CN108978585A (en) | 2018-12-11 |
| CN108978585B CN108978585B (en) | 2020-11-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810942732.0A Active CN108978585B (en) | 2018-08-17 | 2018-08-17 | Flood control dykes and dams of scour protection |
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| CN (1) | CN108978585B (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110499738A (en) * | 2019-09-16 | 2019-11-26 | 翟鼎文 | Domatic activity dike |
| CN110894714A (en) * | 2019-11-13 | 2020-03-20 | 四川建筑职业技术学院 | Hydraulic engineering protection river bank and protection method thereof |
| CN111282328A (en) * | 2020-02-20 | 2020-06-16 | 深圳市宏大建设集团有限公司 | River course ecological management system |
| CN111794190A (en) * | 2020-07-23 | 2020-10-20 | 董艺丹 | Deep water morning and evening tides ocean current stationary flow canal |
| CN112030870A (en) * | 2020-09-15 | 2020-12-04 | 赣州久创科技有限公司 | Building rubbish reinforcing river levee under sandy soil geology |
| CN113186872A (en) * | 2021-05-17 | 2021-07-30 | 李圣 | Anti-seepage and anti-impact flood bank for hydraulic engineering and anti-seepage method thereof |
| CN113265982A (en) * | 2021-05-31 | 2021-08-17 | 山东水总有限公司 | Hydraulic engineering's prevention of seepage stagnant water structure |
| CN115247410A (en) * | 2021-12-27 | 2022-10-28 | 天津中水新华工程规划设计有限公司 | Device for preventing top-overflowing damage of medium and small earth-rock dam and transformation method |
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| CN207211069U (en) * | 2017-08-16 | 2018-04-10 | 赣州康辉工程建设有限公司 | A kind of flood control dam |
| CN207079543U (en) * | 2017-08-18 | 2018-03-09 | 婺源县水利水电建筑工程有限公司 | A kind of special-shaped flood control dam |
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Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110499738A (en) * | 2019-09-16 | 2019-11-26 | 翟鼎文 | Domatic activity dike |
| CN110894714A (en) * | 2019-11-13 | 2020-03-20 | 四川建筑职业技术学院 | Hydraulic engineering protection river bank and protection method thereof |
| CN110894714B (en) * | 2019-11-13 | 2023-04-18 | 四川建筑职业技术学院 | Hydraulic engineering protection river bank and protection method thereof |
| CN111282328A (en) * | 2020-02-20 | 2020-06-16 | 深圳市宏大建设集团有限公司 | River course ecological management system |
| CN111794190A (en) * | 2020-07-23 | 2020-10-20 | 董艺丹 | Deep water morning and evening tides ocean current stationary flow canal |
| CN112030870A (en) * | 2020-09-15 | 2020-12-04 | 赣州久创科技有限公司 | Building rubbish reinforcing river levee under sandy soil geology |
| CN112030870B (en) * | 2020-09-15 | 2021-09-28 | 赣州久创科技有限公司 | Building rubbish reinforcing river levee under sandy soil geology |
| CN113186872A (en) * | 2021-05-17 | 2021-07-30 | 李圣 | Anti-seepage and anti-impact flood bank for hydraulic engineering and anti-seepage method thereof |
| CN113265982A (en) * | 2021-05-31 | 2021-08-17 | 山东水总有限公司 | Hydraulic engineering's prevention of seepage stagnant water structure |
| CN115247410A (en) * | 2021-12-27 | 2022-10-28 | 天津中水新华工程规划设计有限公司 | Device for preventing top-overflowing damage of medium and small earth-rock dam and transformation method |
| CN115247410B (en) * | 2021-12-27 | 2024-02-09 | 天津中水新华工程规划设计有限公司 | Device for preventing medium and small earth-rock dams from being overtopped and damaged and transformation method |
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